[HTML][HTML] Shear strength and permeability in the sliding zone soil of reservoir landslides: Insights into the seepage-shear coupling effect
The strength of the sliding zone soil determines the stability of reservoir landslides.
Fluctuations in water levels cause a change in the seepage field, which serves as both the …
Fluctuations in water levels cause a change in the seepage field, which serves as both the …
Undrained creep behavior of a compacted clay under low confining pressure
An experimental investigation is made for evaluating the long-term creep behavior of a
compacted clay under low confining pressure (from 12 to 50 kPa). Specimens compacted at …
compacted clay under low confining pressure (from 12 to 50 kPa). Specimens compacted at …
A calculation method for safety distance between the confined karst cave and the shield tunnel based on upper bound theorem
Q Liu, S Sun, H Wang, J Dong, H Hu - Geotechnical and Geological …, 2020 - Springer
As typical karst products, caves are highly concealed, thus resulting in the increase of rock
permeability and the deterioration of rock mechanics. When the shield tunnel passes …
permeability and the deterioration of rock mechanics. When the shield tunnel passes …
Effects of Freeze-Thaw-Drying-Wetting Cycles on Undrained Creep Behavior of an Expansive Clay
W Zou, Q Pei, Z Han, X Wang - KSCE Journal of Civil Engineering, 2024 - Springer
The creep behavior of an expansive clay under undrained conditions is investigated
considering the effects of freeze-thaw-drying-wetting (FTDW) cycles. Compacted specimens …
considering the effects of freeze-thaw-drying-wetting (FTDW) cycles. Compacted specimens …